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ARCHIVED REPORTS_XR0010130
Environmental Health - Public
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545688
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ARCHIVED REPORTS_XR0010130
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Last modified
5/21/2020 3:26:24 PM
Creation date
5/21/2020 10:05:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010130
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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' l I' L4 <br /> Mr Michael Infurna <br /> '�Z��40W�`�' April 30, 2004 <br /> Page 3 <br /> v <br /> Piping and conduit for the AS and SVE wells was installed in excavated trenches The <br /> dimensions of the trenches were approximately 18 to 24 inches deep and 30 inches wide Prior <br /> to excavation of the trenches, the asphalt surface was sawcut and placed in a segregated stockpile <br /> for disposal off-site <br /> A layer of sand bedding (-3 inches) was placed in the trenches prior to the installation of any <br /> piping The piping for the SVE operations were installed in the bottom of the trenches and <br /> consisted of 2-inch diameter Schedule 80 PVC Another layer of bedding sand (-3 inches) was <br /> placed above the SVE piping to form a base for the AS system piping, which consisted of 3/4-inch <br /> diameter Schedule 80 PVC underground and 3/4-inch diameter steel piping above ground at the <br /> distribution header A 6-inch layer of baserock fill material was placed on top of the bedding <br /> sand and the surface was resealed with asphalt <br /> At the distnbution header each individual vapor extraction well pipe was equipped with a gate <br /> valve, vacuum gauge and flow meter Piping for the sparge wells was combined (AS-1 and 2, <br /> AS-3 and 4, AS-5 and 6, AS-7, AS-8 and 9, AS-10 and 11, and AS-12 and 13) to reduce the <br /> number of pipes and the size of the trenches The only exception was well AS-7 which has a <br /> separate air delivery line The air delivery lines at the distribution header include control valves, <br /> in-line rotometers, and pressure gauges Each individual sparge well is also equipped with a gate <br /> valve at the wellhead for additional flow control <br /> A flexible hose connects the vapor extraction wells at the distribution header to the ICE unit <br /> The extracted air is routed through an air filter and a condensate knock-out drum prior to <br /> treatment by the ICE unit For initial operations, the ICE unit will be utilized to provide the <br /> vacuum for the SVE system The ICE unit will have the advantage of having built-in vapor <br /> treatment capabilities which will be sufficient for the higher hydrocarbon emissions expected at <br /> the outset of SVE operations The unit will have operating and treatment capacities of 120 scfm <br /> and 30 lbs/hr, respectively It is estimated that the ICE unit will be required for the first 6 to 10 <br /> months of SVE operations If hydrocarbon emissions do not dissipate as rapidly as expected, <br /> this unit may be required for a longer period of time If propane consumption accelerates prior to <br /> the end of 8 months, the ICE unit will be demobilized sooner <br /> For long-term operations, vacuum for the SVE System will be supplied by a regenerative blower <br /> (C-201) The blower will be powered by an explosion-proof(XP) motor with a capacity in <br /> excess of 200 scfm at an operating vacuum of 80 in w c A vacuum relief valve will protect C- <br /> 201 from excessive vacuum during operations A moisture separator (S-201) will be installed in- <br /> line prior to the blower to capture subsurface water entrained in the vapor stream An in-line <br /> particulate filter will follow S-201 The SVE equipment will be mounted on a pre-plumbed and <br /> pre-wired steel skid <br /> • <br />
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